首页 | 本学科首页   官方微博 | 高级检索  
     检索      

短肢剪力墙结构方案比较
引用本文:陈晋,杨正华.短肢剪力墙结构方案比较[J].新余高专学报,2011,16(3):34-36.
作者姓名:陈晋  杨正华
作者单位:1. 江西省桂能综合设计研究院有限公司,江西宜春,336000
2. 华东交通大学土木建筑学院,江西南昌,330013
摘    要:根据壁式框架结构和联肢剪力墙的力学特点,分析了由短肢剪力墙组成的壁式框架结构和联肢剪力墙的力学性能,比较了在水平荷载作用下两种结构的弯矩、位移、和剪跨比变化特点,重点分析了肢距系数T对结构力学性能的影响,提出了短肢剪力墙的一种合理结构形式,以供设计参考.

关 键 词:短肢剪力墙  联肢剪力墙  壁式框架

Analysis of mechanics property of short-pier shear wall structure
CHEN Jin , YANG Zheng-hua.Analysis of mechanics property of short-pier shear wall structure[J].Journal of XinYu College,2011,16(3):34-36.
Authors:CHEN Jin  YANG Zheng-hua
Institution:CHEN Jin1,YANG Zheng-hua2(1.Jiangxi Guineng Integrated Design Institute,Yichun 336000 China,2.East China Jiaotong University,Nanchang 330013 China)
Abstract:According to the property of wall-frame structure and coupled shear wall structure,this paper analyses the mechanical property of wall-frame structure and coupled shear wall structure which coupled with short-pier shear wall.It compares moment,displacement,and shear span ratio changes of the two structures with the level of load in them,focusing on an analysis of influence of limbs coefficient T on the mechanical properties of the structure.A rational structure of short-pier shear wall has been advanced for...
Keywords:short-pier shear wall  coupled shear wall  wall-frame  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号